Wallsburg Church Camp Culinary Water Tank and Delivery System Design

Team Members: Tyler Bird Jaycee Smith Jeffrey McCarty Michael Clark Jimmy Bliss

Problem: Current tank location does not provide adequate water pressure Current piping system does not supply the required demand

Purpose: Design new storage tank Determine adequate location for storage tank

Check new valve pressures Ensure stable location

Design pipe system from new tank to existing pipe system Design access road to tank site

Scope

Top of Hill

Water tank with reducer valve

Original Site

Water tank with booster pump

Alternatives

Pressure

Reducing Valve

Tank Location

Fiberglass Tank

Concrete Tank

Distribution System Current Design

• Nodal elevations • Static pressures

Elevation Pressure

Node ID (ft) (psi)

Tap 2 6327 15.8

Tap 1 6307 24.4

Tap 4 6308 24.2

Tap 3 6304 25.8

Tap 5 6302 26.6

Tap 8 6304 25.7

Tap 7 6308 24.0

Tap 6 6305 25.3

Tap 9 6293 30.5

Tap 10 6291 31.4

Tap 11 6278 37.0

Tap 12 6277 37.4

System Drain 6272 39.6

Tap 13 6265 42.6

Tap 14 6269 41.1

Tap 15 6267 41.8

Tap 16 6245 51.2

Tap 20 6255 47.1

Lower Camp Bathroom 6261 44.4

System Drain 2 6240 53.3

Tap 17 6241 53.1

Tap 18 6246 51.0

Tap 19 6250 49.3

Upper Camp Bathroom 1 6305 25.3

Upper Camp Bathroom 2 6310 23.1

Water Tank 6356 3.0

Distribution System Current Design

• Nodal elevations • Demands • Dynamic pressures

Elevation Base Demand Pressure

Node ID (ft) (gpm) (psi)

Tap2 6326.85 5 11.08

Tap1 6307.13 5 15.6

Tap4 6307.63 5 15.24

Tap3 6303.816 5 16.2

Tap5 6302 5.75 2.1

Tap8 6304 5 2.21

Tap7 6308 5 -4.09

Tap6 6305 5 -2.7

Tap9 6293 5 15.67

Tap10 6291 5 3.96

Tap11 6278 5 -6.59

Tap12 6277 5 -6.59

SystemDrain 6272 0 -8.58

Tap13 6265 5 -17.23

Tap14 6268.5 5 -20.01

Tap15 6267 5 -23.5

Tap16 6245.259 5 -24.72

Tap20 6254.7 5 -103.09

LowerCampBathroom 6261 53 -140.95

SystemDrain2 6240.3 0 -22.78

Tap17 6240.85 5 -23.22

Tap18 6245.6 5 -25.36

Tap19 6249.6 5 -27.52

UpperCampBathroom1 6304.9 35 0.82

UpperCampBathroom2 6310 32 1.5

Tank WaterTank 6356.39 #N/A 3.03

Proposed Design Selected Well Pump

Distribution System Proposed Design

Distribution System Proposed Design

• Nodal elevations • Static pressures

Elevation Base Demand Pressure

Node ID (ft) (gpm) (psi)

Tap2 6326.85 0 43.81

Tap1 6307.13 0 52.35

Tap4 6307.63 0 52.13

Tap3 6303.816 0 53.78

Tap5 6302 0 54.57

Tap8 6304 0 52.01

Tap7 6308 0 48.59

Tap6 6305 0 50.46

Tap9 6293 0 58.47

Tap10 6291 0 59.33

Tap11 6278 0 64.97

Tap12 6277 0 65.4

SystemDrain 6272 0 67.57

Tap13 6265 0 70.6

Tap14 6268.5 0 69.08

Tap15 6267 0 69.73

Tap16 6245.259 0 79.15

Tap20 6254.7 0 75.06

LowerCampBathroom 6261 0 72.33

SystemDrain2 6240.3 0 81.3

Tap17 6240.85 0 81.06

Tap18 6245.6 0 79

Tap19 6249.6 0 77.27

UpperCampBathroom1 6304.9 0 53.31

UpperCampBathroom2 6310 0 51.1

Resvr 1 6251 #N/A 0

Tank WaterTank 6545 #N/A 3.03

Distribution System Proposed Design Elevation Base Demand Pressure

Node ID (ft) (gpm) (psi)

Tap2 6326.85 5 40.33

Tap1 6307.13 5 44.85

Tap4 6307.63 5 44.48

Tap3 6303.816 5 45.45

Tap5 6302 5.75 31.34

Tap8 6304 5 31.45

Tap7 6308 5 25.16

Tap6 6305 5 26.55

Tap9 6293 5 48.69

Tap10 6291 5 49.12

Tap11 6278 5 53.66

Tap12 6277 5 54.38

SystemDrain 6272 0 56.66

Tap13 6265 5 58.87

Tap14 6268.5 5 57.57

Tap15 6267 5 58.07

Tap16 6245.259 5 66.82

Tap20 6254.7 5 60.66

LowerCampBathroom 6261 53 22.8

SystemDrain2 6240.3 0 68.76

Tap17 6240.85 5 68.31

Tap18 6245.6 5 66.18

Tap19 6249.6 5 64.02

UpperCampBathroom1 6304.9 35 30.07

UpperCampBathroom2 6310 32 30.74

Resvr 1 6251 #N/A 0

Tank WaterTank 6545 #N/A 3.03

• Nodal elevations • Demands • Dynamic pressures

Access Road

Wallsburg Church Camp